合理化構法軸組構造における立体耐力壁の2方向加力による実験的研究

概要

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This paper presents the results of the loading tests of wooden bearing walls that was rationalized. Bi-directional loading test for three-dimensional bearing wall, which is equivalent to the corner of house, and uni-directional loading tests for ordinary bearing walls are carried out. The following points became clear from the experiment result. The stiffness and strength of the three dimensional bearing wall differed with negative with positive and negative as a insult of, also the rigidity and strength of the three dimensional bearing wall are inferior to the two-dimensional bearing walls in negative loading. In negative loading, the corner column receives tensional force from two directions on the three-dimensional bearing wall. As a result, the corner column is pulled out of the sill. It thinks that column polling out of sill caused reduction of rigidity and strength of the three-dimensional bearing wall.
一般社団法人日本建築学会の論文
2000-03-20